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Nicole Lane 89 1 REYI S IONS BY / DATE 10 a 9" 4 & ,' 2 0 E 1 1 T-ra° DRAINAGE EAWT 1 d NO `�� � x � o - •rrr 1 1 ' I T�=i4 F: F T14 : 1 IN ED E X 0 F ED F,,%A WNC-:; %5 Uj SITE FLAN J1 FOtitl `4IDAT I ON FL ,4l `l A -3 FIRST FLOOfR FLAN A . 4 SECONED FLOOR, FLAN 1 � n A ELEVATION5 j A ELEVATIONS 5GHEDU [, F, S I , t7 SIS f10N. S Q E I Irl.__.ECTRI C AL, - ILU Cf Olt • 11 �( IviRtJ 'f " \ L* J >� \ T_6N J.EA EAWT i 1919 r 5 4�� ' 20 ' ' UJ 4�p 10 �a�GA`cE NICOLE L NE 4V R/lU CHECKEP MAY - 61993 PAM LEGAL: LOT 26, TIFFANY BY THE 5r=.4 .46 Building and ZoningE RECORD=D IN PLAT BOOK 46, PAGE5 94 AND 94A OF THE CURRENT Joe NO PUBLIC RECORD5 OF DUVAL al'h COUNTY, FLORIDA. r( W SHEET �; OF ?-A SHEETS f REVISIONS 1311' / PATE 341-8" H5 r t 1 I { 2x6'3 * 1'-4" OjC. ILr/ I12'VX(0'82x ,'9 • 1'-4" O.C. ILV " + r 4" R�Itf. C NC. SLAB A$.'S • 4'-0" O.G. (MIN. UY 4" M. C INC. SLAB AB,'S • 4'-0" O.C. MIR (2)� I I I � NMESN" REIN- SOARS? ON BITUM) W/ "FUER MSWA REIN- BOARD ON BITLM) � a� r II II STl1CC0 ON PAPER MACK METAL_ STUCCO ON PAPER BACK METAL LATH ON V2" COX PLYUJODU LATH ON Irl" COX PLYI,000t7 I I o 4 (o MIL. PoLYEMELel q a v MIL FoLYE L&4r= VaI�R lrrbRR. ,�- f i VAMR 244�. -- ',,I I I 1�J LOCK TYP. �'� ,© •` HEADER BLOCK �Tl"P." •© 7 HEADER ° br � � � ' C14 _ W INF. CONC. FOOT MG- FOOT LNG- ' GL '-D X1D (3) S'S d 4 2'-m"XI'-0" W (3) 5'9 d .e �i Il'-4" CONT. AND (1) M 4 ♦ VO Ems--�° w. CONT. AND (1) 0 4 CR068IN5 At 4'-0* Rr ,.,,r �i.,1 Q G1�093 aJG { .�" --,•--•+ ' r ONI.LC.PON CO,•M=, �' i'O�fOi.rl NN IFiI(II w.Q • � Y..r ,i,. ' O.C. ON CLEAN COM- PACTED WIL. PACTED 801L. �.•o.`�Q- �4N - - : u }III T"r IIIII l IjIII�e - ' - r�9 c,t"�,;► t t" � . nTJ • �1(�'�/�� tl x 5ECTION SECTION I-r „ 15 N2X63 AT 1'-4" O.C. ON PT. PLATE 6 W/ !2" 0 X 104A.d. + 4'-0r O.G. (MIR TWO/ BOARD) 1r1" EXP. MATERIAL 4" REFCONC. SLAM 4" RIW. C2C. SLAB iLV 'FIBER M5H, REIN R M SN" RIN- FORCEMENT � CONT."5'S n1w. CONG. FOOTNG- L 5ECTIONC oo,Tuua E,F0 SECTIO6-1 toUw LLN1 F- 17'-lo Fq E WeAR WH 14— 4011, a W, ,,_ad ozi 41 cow SEZ' 40 1w. CCC, SLAB W/ ''FIBER MESH" RIN- FOR�EMNT SECTi 2) 5 nBAR CONT. PRAML DATE A,_3„ � ,_5„ _41 6SCALE /411 I, _x' o NOTE ALL SLABS $HALL BE 4" IN DEPTH , 2,500 P.9 . REINFORCED $015110- 9309 fl (E -7W*,j CONCRETE ON CLEANED , INSECT TREATED , COMPACTED FILL CADD.UNLE55 OTHERWI$E NOTED. ( 2,500 P.S.I. CONC. REINFORCED oc3f=NDW/ 6X6/10-10 W.W1-. OR MANUFACTURER 5PCIFIED " FIBER MESH" $HALL BE ACCEPTABLE.) SHEET 1/45 1 -0" DF SHEETS y -. L REVISIONS BY / DATE A w 34'-a" ` 'A!o 301 514 . 307 SH a� e l � � GENERAL rrorhs & REQUIREMENTS 3'-o" 2" I t 5 b8 lP x 3 1. The construction w-irk shall comply with all Federal, State and Local the requirements of the Standard O regulations as they apply. to thi,: project along with all. q Building Code, Southern BuLding Code Congress, latest edition. 2. Provide G,F,I, circuits at all outside and bathroom receptacles. I V � 3. Do not scale the drawings, Dimensions shall govern in all instances: Repan c� �� I i=l P>-ACE a B1=any discrepancies to the Architect before proceeding with the work. «) 3080 1=R c oSN E3Y cotyrt . s 4. Plans assume all soil bearing capacity 2500PSF. If site conditions exist to the ~ contrary,`notify Architect in writing before proceeding with the work. JA 5. The entire area under and within 5'-0" outside of the building, drives and I shall be cleared of all topsoil trees, vegetation, roots and other organic matter prior a M d walks �' s■■l■i■ r - to startingconstruction. 7L '� GREAT ROOM _ 6. Fill the site as required with good clean granular sand in loose layers �' between 12 and 24 inches and compact by vibratory rollers to 95%a of maximum dry AO density as determined by a modif�eci Proctor Compaction Test (ASTM D-1557). Verify 9 1 VAULT ty compaction results with tests by a Florida Registered Testing Laboratory. Proof roll the area under the building prior to filling, 7. Treat the entire area under and within 5'-0" of the building for subterranean termites. Provide renewable band against such damage for a period of one (1) year 5 _3�� 1 -1011 5'-5" J.�T1r' • ;;yIb -b following date of final completion. - c_ ' for each 50 cubic ands or fraction thereof LlN1; FLOOR ABOI/t~ Q under tests f y } 'Er I;a 8• Provide (4) concrete cylinder of.concrete placed in foundations, columns, beams and supported slabs, 9, All cancrete capacity in 28 days. All shall achieve 2500 P.S.I. bearing p ty' Y - .- accordance with A.S.T.M. specifications. concrete shall be ready-mixed in Q new billet deformed steel A.S.T.M. A-615 4010 SN ��~ / O 10. All reinforcing steel shall be � � si � a ' Grade 60. 51 ( 11. Slope all sidewalks away from building at 1/4" per 1'-0". Light broom finish � ��� sidewalks stairs, and ramps. Score concrete in pattern indicated. Bullnose all exposed �q a ��TCN all � concrete edges. See architectural floor plan far pattern. 12, All concrete floors shall receive a Smooth trowel finish texcept as noted. --+ 21 DINING 13. Provide I./2"asphalt impregnated expansion joint wherever concrete slabs butt = w ROOM EJ o � any.vertical structure. I 10' CLG I I.I. All lumber in contact with masonry or concrete shall be: pressure treated. 15. Subcontractors shall be responsible for protecting adjacent structures, " " e ui ment, streets, sidewalks, landscaping and existing construction. ---- 1a-® 2 -6 3 -10 9 p. � 4 1. I� i�- � t� s 16, All shelving shall be ventilated vinyl coated steel rad supported at 3ti" O.C. max. All closets to receive one /1 shelf. All linen, broom and pantry closets to receive �{6 v ��{ {��� A�iW •` 9 ( ) �r four (4) shelves. WM AI-ill BP'-O" 17, All water piping within residence shall have vacuum breakers. I in 1 STAIRS: 15Rplb" 18, All trusses shall be T-0" centers with temporary and final bracing in strict 1?� " 10� ' -- accordance with the manufacturer's specifications. Roof trusses shall be designed and J - ill NOSING certified by a Florida Registered Professional Engineer, Submit shop drawings for approval ! ;� UP -T prior to fabricating trusses. All bearing walls shall be 2x4 stud framing unless noted GARAGE N (P fFOYE otherwise. Corners and bearing points shall be filled solid with jacks and spiked. Top " n 01 bearing plate shall be continuous with lapped joints and corners. Provide outriggers on all gable ends. Strap each truss to top bearing plate and 2'-O" down onto 2x4 stud @'4'-0' � � S1� �h O.C. and at corners. See roof plan for general layout and pitch. ApUoved shop drawings shall supercede this framing plana 1 �1_„c111 19, Ceramic tile: interior,coefficient of friction minimum (min.) .6; exterior uses and interior -- wet, coefficient of friction min. .8, unglazed, k � • 20. This is.a "Builder's Set" of construction drawings, It is not the intent of these = g p � ✓� drawings to show eve detail of construction. `i`lie builder shall be responsible for ' I supplying additional and/or supplemental information required for this project It shall be the builders responsibility to check, vera and coordinate dimensions„ bearing points and I w � g P loads, construction details, notes and all phases of construction required to complete this " project. All finish and equipment selections shall be verified with the owner/builder. I, I I �� -A° cq ' A� 1 21. Prior to commencement of site work, the contractor shall be responsible to ------- ocate all utilities and irrigation lines and report any conflict with this stet of plans in writing to architect. 21-411 l�1-011 4 -1011 3 -t- -- DATE a' _a" AREA. HEATED AREA 1/411 11 -011s 35'-0" GROUND FLOOR 1545 5Q.FT 11.71 i) JOB NO4 930,-3 5ECOND FLOOR 814 SQ FT , ;,•���- r � , ���•, c�Da. ��..Q�� �L..;+�cN TOTAL HEATED 2359 $G2.FT.: A�► •. •' i�F,;' �-'•• , 09FL,FL.I GARAGE 4013,: 09 5a.FT. �: SHEET 11411 1'-0" BALCONY/COY. SQ.�.T --� P � �� ► � ORC1-1 , TOTAL 3037 SQ" t ; - • \ \ f /�`Z/ SFT$ •n p' , f REVISIONS BY /, PATE co �,- �A- t,U�f;� t1NIT5 GFX a �l:Ag}f GC�LII-�'t� �gf� � V�Pd.1.. _ �y1��3 'L aY�itt�! • ` iN Al.t. t�RT1nu5, .� � .-- - µ -4x tot @ I� "o. w � H 1 1✓ r�1'��It Xq �'�'(•�' J _ r.C�1 C, d� �`'{'� Gi^'., �r.� P� c..)r —' y Dit��ii•;�CrM � x .. M f n 3m5f� 8H y BEDROOM #3 Q 54 r' v BIFoLv �. L CONT vvMMyy h Tf T 306$ • — 3068 FIXED (21 3068 3068 FIXED PLANT $HLF. • iilllllll _� ' 16" FLOOR TRUSSES • 2'-m" O.C. t m 2x10s • I6 oc.l OP=ENED Ll •� � 2668TO . 5F-QR0Q 1 *2 �Ehot:U � 11 . . . . . . . . 7 CLcs TTpd 97AIR3 N tt 30 3H t _ 0 20'-4" -0" 3 /2-'k 16q�G1_U �AI-� �' 50 LL -.41' 3'^0 1/2" 31-(� 1/all -41' a to SECOND FLOOR FRAMING FLAN ROOF FLAN .t �� „ �t11 PRAILN 13'-2 , 1P� -� 3 -2 -3 41-5 NOTE= PRIOR TO TRUSS FASRICAT{ON, THE CHECKED CONTRACTOR $HALL 5E RE5PON51BLE TO PROVIDE A SIGNED s SEALED SET 35'—�" OF TRUSS PRAWINGS, TO THE ARCHITECT. - DATE SCALE NOTED ALL SIDE WALL FINISHES SHALL END I U1" OFF OF 5ECO�1D FLOOR FLAN ALL ROOF SURFACES. THE CONTRACTOR SHALL SE r RESPON5I5LE TO FLASH AND COUNTER FLASH - v4p . r-m" � No, 9309 JUNCTURES OF SIDEWALLS t ROOFS. PARTICULAR x CJ4.DD, M ATTENTION SHALT. PE GIVEN FLASHING AND COUNTER p, I FLASHING OF ALL EXTERIOR DOORS. 'Al C ` ��� ,�• O .JFL FL 2 i' �__• '•�� SHEET I n"A 14 SHEETS o REVISIONS BY / PAT4 r P Y _ W N !1 t , t-5 e- s 1 - t " •�=i/�r-' � , ! ; � ; ; � �ff T '��I� � � I 1 I I I ' � i � � ! I � i � . • MAY_ , ; I , i;_ -�7� � i Fl r�- s•.rar�r '.;.�-,.�r r:r,-r���� �f-!Y .rye-rw t-w�rrrrxlr�r _^�^!r`.rti+-.�_s'•r-urr.r .w .+rr- •��- sr�1^^r..�'�� _.� .-�•--rte.-....-�_..__.--._ _.. ....__._._�., -_.�,..�.�_ T -.� �_. ,_-...-_,.--.-.-�_.�.-�._.-..�...._... _. .__ ._,- .... .. .. .-_ —' `f1L - JCiL G,r✓F!{f_a.TiU(.S - - -i �" i FOF-T� lL_ L�1__� ���' �,,....�-•---.�'.",- T�""'�"-"'x.�...t`_-"�„•'""r.."'�'..`_ i � I i � III � � _ 1 _ � � -, � ��rr {II- � F-F-E i �JTTTT _ I - - �3���1• SLR! -..fir i I ( M � I r-1-0, HT. �- �.�,� � � i I ! ! � I I I 1 �, �� 1 � ti•-� +._..� —.�___•_._._.._ .�. __ _Y...__�r_. __ � _ ...___ .. _ __ ����. �r r.t��_x� _ _ I _ --_ _ 9 r -J- --- I C-EC.EP PATE R r T `� V I ScE NTS 114" - !lydm V40 � i..aw � Jo�B W. i! 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"-� i72 4-44 I If Ln i --1 «. . ii it ' II�E14Ptrs-1 5 -1"'ILe vN *,10 - f-- M PEK.'1 5 TILL~ oN �1Iv 0 I- NaT Map r�or► Fla SEL _ �� �oj Ma P ort *7o r-EL 77 ON /8� XT(5;24 a - pLY�d a �P t'Ic . ..- �/�` XT bt At7E �l-Yi p rp- e�w.�v E,�ti a-r> m e"E.Nv rf� eNa.i� �►. -� r-'�-•F TM�1-��.Ly 0 S�D�C�:G. � �• - al UYY ((J' p'' 11 NUKrztC,lr-Ilr Tl�t' � .TM-�16y N1JI .<:,ar� i N •:� +.T"4T u fd tx4 '- ' �'x I" t"1E T-p L- t>t�.�p @ 4' Gy .? t~ �d' a. �x4t'.d' ---Vyx 1" MTkt- -fTKAF @ vc a'•P' u .vltiP . ._._-.. 1x2 :7�r J N 1x2 nWP,aN t� N O IX(p tA Ohl 1-Co !X (p F47GIA Irl } , � cg 5;��i•FASG!Arj: cg 9U�•F�hGiA - ( � r 1r'� / / J it Bxrr.6i p� �/2. PLYW17 :4 ir�T ��RA7E PLYWIV : !/ II �r{ �C F/lL�.�l.i'� (..L����) 5AL �r� q" Gort1. YEtdT:��INcT �LRtL� &9 ► pIrL.QQi I i p -r2,ugh cn Ir crt - o I � STLIGGo ON PAF7E;?-~ STLaG o ON PAPE9- >�p�KEo t'I!~TAI. Lc.T N P�p�KEv METAL.l.a. N r DN i/,fir E,T�IuvE r�-YWD ON I/x" � in-YWp w I� It iyt.IL. oN x t42',I) It-4'' O G. ;.1,/ I2= I°I INyIIt✓' oN .2 �cG�'7 I -4 lie'',r6 x Iv' aUg''0 x Ivala.Iy'yeq'ot. Z4"x 1" tleTAI- �Ti2d.P d Z4"x I'I METAL �Ti� ' w p� � .41,00 - ¢ �Itip.-GONG�LAPz WW .41.00 p,G• 4.0 �16r.•GONG eol APy Lj/ !'�IP�E{L rlghHr �'H�otz EMert�T "FIP�E�>"igyH" ��HFo� :r•1ert�1' , STuGGa To [i !tel 0W 4>xAt� ----� �;rrweca To c. maw 40-AvE --�� oUHVA�T10ht DETWL � fir: ���i?•SEE �PUNVItTiDtl 17ETWL DRAWN ti n.• ., u y V cHeoKED O O 0 ) DA 1 F+ s E CT f ori - c��r f o a = S S E NG'T�p ,J M NO. ,. � `1'b O G'I SHEET 14 � 'r, or S SHEETS -------- - -- y FMVISIONS SY / PATE - - HB n 1 wP , J Ll � - _ t� = ��- I o f � z ELECTRICAL LEr-;;ENED � 110V DUPLEX RECEPTACLE i SINGLE POLE SWITCH O � Qc 110Y DUPLEX 1/2 SWITCHED 0 3 WAY SWITCH }: t II0V DUPLEX GROUND FAULT SWITCH WITH DIMMER ! � I C] [aA a4 110V DUPLEX WATER PROOF YQ M s-,e r'r'f� �'� �—`. r-• awwwww"O me � 220V RECEPTACLE • EXHAUST FAN l� COUNTER TOP DUPLEX FAN / LIC�i-It COMBO " 4Is Eli JUNGt ION SOX •- • � RECEPTACLE MOUNTED 0 42" A.F.F. FLOOR MOUNT RECEPTACLE �D SMOKE DETECTOR I DEDICATED CIRCUIT ❑f CABLE TV POOL- LIoiifw�j CEILING MOUNT INCANDESCENT O PHONE OJ DISCONNECT WALL MOUNT INCANDESCENT qq LJ METER { - RECESSED INCANDESCENT TSTTAAT THERMOSTAT . I 4� WATER PROOF INCANDESCENT oOe SPEAKER l:Ah.It7�GA1�F. I 1.L C3F�T1 F a ``� - }- EYEBALL ELECTRICAL PANEL _ { EXTERIOR FLOOD LIGHTS CEILING PAN (PRE-WIRE) LLP A � n� // ❑ t--t FLUORESCENT TUBE . \\ I > SURFACE OR PENDANT MOUNT TRACK LIGHTS 4 x,+ o T 57ut�ura �L1:cr - 3 ��iz �utUizE I I t > ELECTRICAL 1�1OTE5 I. ALL WIRING AND EQUIPMENT SHALL CONFORMl.iP '- r TO N.E.C. , ALL LOCAL RULES AND TGA f ORDINANCES OF LOCAL GOVERNING 150DIE3 ❑ � HPC LR HAYING JURISD IGT 10N . � � �1 U rt � '� � \ 2. ALL WIRING AND EQUIPMENT $HALL CONFORM ----�� GPl.1 �- WN TO 0.5HA GWC]LINES WHERE APPLICABLE. --- �- `r To fLoa W" 3' PROVIDE AND INSTALL SMOKE DETECTORS , HARD-WIRED W/ BATTERY BACK-UP. � e� �4 , U 4. I CIRCUIT WI I • 4 R❑ _ MINIMUM BRANGI-! G RG RE SIZE 1 � \ 5. ALL PANS SHALL BE INSTALLED W/ RHEOSTATS. 6. THE CONTRACTOR S�-IALL VERIFY LOCATION , I OF ELECTRICAL 5ERVIGE W/ LOCAL UTILITY. 1. PROVIDE GF.I. OUTLETS AT EXTERIOR, AND IN BATHS )3ARAGE , AND KITCHEN AS REQUIRED BY Y N.E.C. 8. CONDUCTORS AND CIRCUIT BREAKERS SHALL 5F- VERIFIED E VERIFIED BY CONTRACTOR WITH EQUIPMENT MANU- �� I�F FACTURERS SPECIFICATIONS. 9. NO ALUMINUM CONDUCTORS SHALL BE USED. 1 4�e LL] 1 I I Irl • �.� ❑ w El . DRAWN J� z a CHECKED • ` - / DATE SCALE 1/4 , 't a;t 1 �. �` OF L. SHEETS g � � � Go�� L,�1. REVISIONS 13Y / DATE f: r � ° 4 & ' 2011 i T-ro" DRAINAGE EA5M'T , I 1 o I � - LLI ff-r LA P2 ur vLEf-. illlR"A INEDEX 0 D WlNe5 LLI I 1 I _ o patL 111 -- - A l e f T i L� AN i 71 FOUNEDATION F=)LAN A 3 F f IP-,5T FLOOR FLAN A 4 SE CONED PL COFP, f'L AN i O A E� ELEVATIONS . A e ELEVATIONS 5GH Eb U L- F- 5 A 7 5 EG T I ONS c� I F1LEGTIMIG•AL F-�- OOR PLA� 5 - J G �► WA V P � t� Y o eyO ` gk T-6" J-EA. EASM'T01Q 1 p� 0 20 ' ' LU 4 lz;'�jz .�/ 1/5" = V-0" sA NICOLE L NE C> 40' R/W DRAM �JP2 CHECKED - SKE TCG 4 of 5UFZVE � DATE" MAY - 6 1993 ati LEGAL: LOT 2(a, TIFFANY BY THE SEA AS °C'4l"E►/a' RECORDED IN PLAT BOOK 46, . Building d _ n�ng " PAGES 94 AND 94A OF TNI: CURRENT JOB NO. PUBLIC RECORDS OF DUVAL = COUNTY, FLORIDA. SHEEt OF 6 SHEETS I REVISIONS 13Y / DATE • 3�'-811 ` H» � ;F: r '�' t"il' t'1. t•p;; ...... ... y;, i :.�'.,�..f I rl "�. .'` ,' i .L< �; ;I . 2XG5 • I'-4" OG. W/ 1/2"OXIO" 2XG5'S + 11- " r v �� 4 O.G. W/ IR OX IU 4" REN+. CONC. SLAB A.525 • 4'-0" OCG. (MINI (2)/ 4" INF. GONG. 8LA15 A-525 0 4'-m" 0-C' (MIN. (2)/ _ W/ 'FIBER MESH"'REIN- BOARD ON BITUM) W/ 'FIBER MESH" REN- BOARD ON 151 UR) FORyCEMENT FORCVENT STUCCO ON PAPER LACK METAL STUCCO ON PAPER BACK METAL - LATH ON 1/2" COX PLYWOOD LATH ON 1/2" CDX PL1'U)pOt7 rel 1 per'vCT'c G - y,, MIL. 1 ` L GIMGL4 -� &HIL FbI.YETNELFNE W . �/ r • I W cn n HEADER CLOCK TYP. HEADER BLOCK'T�"P., Y/ V I , � .• } ;f / . REINF. GONG. FOOT NG- . � RE I NP. CONC. FOOT ING- w -a XIm" / (3) VS 4`` �. 2 0 XI -m W/ (3) 5 S A "' x -t - CONT. AND (U • 4 CONT. AND (1) 0 d 9 \ CR0881NG • 4'-m" ."V---•.....� .-,� - Q 0Ez I O.G. ON CLEAN COM=' 1`• a OZ. ON CLEAN COM- ~ � --- — y `C PACTED SOIL. PAGTI=D 801L. I I r �� tttttttttttt�tttt�U] xx 5 CTIOff! S G 'I011 11 x11 I-oil I � I � I (' I E ti NG - 2X6's } T I I r At 11-411 O.G. ON P.T. PLATE - -- W/ 1!2" 0 X ICS AC. w 4'-0" i 1/2" EXP. MATERIAL, O-C. (MIN. TWO/ 50ARD) M7 . I 4" RE NF. CONC. SLAC 4" RE". LONG. SLA13 W/ 'FIFER MESH' REIN W/ 'FIBER MESH" REIN- FORCEMENT FORCE-ENT46 N. �' Vit= �•� / / 6 MSL rd.YtT► t UENE y 4. V&P99 DAL. (3) 05'5 CONT. INF. CONC. FOOT ING- '°r 4 1 1 yTLJ w ELu4 I �O I I at 5 G7'ION el rub w�-r 1� Poo L. -� L nrI x 4' GbU pAp.... HB I ;11'_811 J N \ —t�•HB � r�CAR I WH /�►-�U _ I kil V I I �II I-EII� cat-I�.t5t Mr-SH' KtaI1-I{"oi I^r"1EN1� I � - 19'-4° " 5E C`�l Oil �� y !4 µ}vn ,rry cv 4" 1NF. CONC. 3LAd - W/ `FIBER MESH REN- I I - CC `Q FORCEMENT S E G 7 II Q 2) 5 RE15AR CONT. � � a° PRAWN � ;�":I cl-I�cD 5 E CT N pATh �7 r� 1-411 I/ 1-o11 SI .T11 (1.,.311 �'_�It 5 / 9 '! 1CJ K/ SCALE 1/4" 11 _�.t NOTE : ALL BLABS SHALL BE 4" IN DEPTH , 2,500 P.S.I. REINFORCED 351_11 , JOE, 140- 939 CONCRETE ON CLEANEp ; INSECT TREATED , COMPACTt~p FILL ' ` UNLE55 OTHERWISE NOTED. ( 2,800 P.S.I. CONC. REINFORCED !, GADD.0gr-�IED W/ 6X6/10-10 W.W11. OR MANUFACTURER SPECIFIED " F15ER I`� MESH" SHALL BE ACCEPTABLE.) SHI;1rT 1/4" 11-011 �. � `� op S sHr=r=TS r( G RrEVISIONS BY / DATI; 3.4'�g�i 11'-0a A� A(o. �' 30'T g1-1 3011 SH u„r:•r✓.gam J. 'adr. ..�,�,,,.. 51_2 11 �r.;5P, 7 Z 11' I •0 '� _ O 10' � � p1 cel I �M 5TER G RAL NOTES, & REQ MX S ^ 68 IP _ 1. Tile construction w-irk shall comply with all Federal, State and Local ,r T lotions as they apply to th.13 ro'ect Aalon with all; the requirements o£ the Standard re eY PP Y P. J g 9 � I - 00 Building Code, Southern BuLding Code' Congress, latest edition, 2. Provide G.F,I. circuits at all outside and bathroom receptacles. U� M 38 I 4 ° ZERO L EA c ua 3. Do not scale the drawings, Dimensions shall govern in all instances. Report 0) ?� I PI PLACE o ME Architect before proceeding with the work. «) 3080 FR c os>;N aY coNT any discrepancies to the p g M 4. Plans assume all soil bearing,capacity 2t500PSF. If site conditions exist to the $ contrary, notify Architect in writing befoie proceediing with the work. rh I N 5, The entire area under .and.,within 5'-(0" outside of the building, drives and I "Q walks shall be cleared of all topsoil trees,"avegetatiat�, rants and other organic matter prior 3'-oil to starting construction. GR A�' OOiu1 6. Fill the site as required with good clean granular sand in loose layers between 12 and 24 inches and compact by vibratory rollers to 95% of maximum dry Ala = density as determined by a modified Proctor Compaction.Test (ASTM D-1557). Verify _ �Q VAULT 0 compaction results with tests by a Florida Registered Testing Laboratory. Proof roll the a area under the building prior to filling. (m I ry . V' ~ 4 7. Treat the entire area under and within Y-0" of the building for subterranean termites. Provide renewable bond against such damage for a period of one (1) year following date of final completion. y16 ��-=--�- � r for each 50 cubic arils or fraction thereof Lw FLooR Aeovl= �/ EWIN)r RK J SCp. 8. Provide (4) concrete cylinder tests f e Y / of.concrete placed in foundations; columns, beams and supported slabs. �' m 9. All concrete shall achieve 2500 P.S.I. bearing capacity in 28 days. All concrete shall be ready-mixed in accordance with A,S.T.M. specifications. 10. All reinforcing steel shall be. new lbillet, deformed;-steel A.S.T.M. A-615 (P X070 3H 6� - �' Grade 60. �h ` 11. Slope all sidewalks away frori buildimg at 1/4" per.1'-0". Light, broom. Euush all sidewalks, stairs, and ramps. Score concretr .in ]pattern indicated "Bullnose all exposed. \ � KITCHEN concrete edges. See architectural floCY11M.n for p atternI'll . 11 � b� 10' CLG 71 / o \ p 12. All concrete floors shall.receive.a smooth trowel finish except as noted. J D INING 13. provide 1/2" asphalt impregnated expansion joint wherever concrete slabs butt Q ROO h \9 —1 any vertical structure. - - I _ � Loo � ' cL � 14. All lumber in contact with masonry or concrete shall be pressure treated, 0 � rtea° 1S. Subcontractors shall be responsible for protecting adjacent structures, �r it3�_0 i 2 _6� �, 3'_10�� 6'-10 3'-10" (� equipment, streets, sidewalks, landscaping .and existing constructign. , 16, All shelving shall be ventilated vinyl coated steel rod supported at 36" O:C. - - y �p max. All closets to receive one (1) shelf. All linen, broom and pantry closets to receive N5 four (4) shelves. t tuM AHu .,f„ SGL]LP'CGi 5lkl✓L .c� 17. All water piping within,residence shall have vacuum breakers. , I STAI". F 18. All trusses shall be 2'.0" centers with temporary and final bracing in strict \L 15 T 10.25 4 I" NOSING `r I, accordance with the manufacturer's spec ifications. Raaf trusses shall be designed and 6' "t g ( UP i i� 4!P certified by a Florida Registered Professional Engineer. Submit shop drawings for approval Z r, prior to fabricating trusses. All bearin walls shall be 2x4 stud framing unless noted �`�'� P g g m FOYE I - � otherwise. Corners and bearing points shall be filled solid with jacks and spiked. Top 20,-�„ 21141t; bearing plate shall be continuous with lapped joints and carnets. Provide outriggers an all - gable ends. Strap each truss to top bearing plate and T-O" down onto 2x4 stud @ 4'-0" 44) 5H "A O.C. and at corners. See roof plan for general layout and pitch. Approved shop drawings shall supercede this framing plan. g ( q • r a� 19, -Ceramic tile'. i�aterior coefficient of friction minimum (min.) .6; exterior uses r and interior - wet. coefficient of friction rfiin. .8, unglazed. _T x 20, This. is a Builders Se� of construction drawings. It is not the intent of these = a q .. drawings to show every detail ofconstruction. The builder shall be responsible for supplying additional and/or supple ental information required for this project. It shall be �A ❑ the builder's responsibility to chec F,''verif} and coordinate dimensions, bearing points and 1 loads, construction details, notes aild all-p�+ases of construction required to complete this t 2 �^ project. All finish and equipment elect11 iops shall be verified with the owner/builder. v 21, Prior to commencement of site work, the contractor shall be responsible to DRAWN 16010 oHt7 a , locate all utilities and irrigation lines and Report any conflict with this set of plans in writing -- to architect. 304 SH R CNI~?CK�D 1 411 / I� -O pAt� 41-1011 3'-211 41-311 4 26'-4" 5'�g'� AREA; Q���w�1 �+ 1 �� r SCALr I/,4 11 _ � � -of i i HEATED AREA }G/ 35'—O" GROUND FLOOR 1545 5Q.FT. Joe No., 9309 SECOND FLOOR 514 SQ.FT. }�CJ� FLOOR, PLAN TOTAL HEATED 2359 SQ.FT. r � c�4.D.D,� �9�L_�L_1 GARAGE x•09 SQ.FT, sH>r�t 1/4° = 1'-0" BALCONYiCOV- Pig PORCH 269 5Q.F. rj'� .� TOTAL 3031 SQ. T. �J l 62 or- Sl-lg�ts .......... I 1 REVISIONS BY / IDATE -A(0 A(� I El • .. :�7� ���� � �=�R�� � �Its`AU. ht��crjc�Ns. Sl:�`►�? Vi tr cam' d" . + - 4 •.f IL `may ' i y' •'A .r Yrs L N �7 cn M tl cr.. -. 4 ..f IYC ...CJI�I I ,'�l+rl UrF•\•( sir'" f f�11 .•.r W � a" E-•• a f w - GAl" alwmw�_m 3050 SH 5EDROOM *3 ry�61 9' CLG _, ' sy 6068 BIFOLD • � �1...01`l I `'�C, � _ � _ T'T3068ITti 3066 FIXED (2) 3068 3068 FIXED PLANT SHLF. I, , 16" FLOOR TRUSSES g Z -0„) D i. � _� l 1111 I OPENEP- 1 12XI06 A 16 O.G.I TO E l LCW • 5U12ooM #2 9' CLG STAIRS � 30 SH 20'-4n '-0" I = ton 3 I/2"•X 16''GLUELAh'f LL .4 •}'-5" -4" 3'-0I/?" 3'-01/?" -4" `i �'-2" A NO n SECONED 00 FFRAM INS FLAN 4 F�00F FLAN 0 0 SH 101-011 •�1_211 41•-311 �,'-5" �P V J NOTE: PRIOR TO TRU55 FABRICATION, tHE CHECKED CONTRACTOR 5HALL RE RESPON5I5LE TO PROVIDE A SIGNED t SEALED SET 35'-��� DATE OF TRU55 DRAWINGS TO THE ARCHITECT. ALL SIDE WALL FINISHES SHALL END I I/1" OFF of SECOND r�.00� ��AN W�� NOTED ALL ROOF SURFACES. THE CONTRACTOR SHALL BE RE51-ON51131-E TO I✓LASH AND COUNTER FLASH I/4 JOB NO. 939 JUNCTURES OF SIDEWALLS i ROOFS. PARTICULAR t► ATTENTION SHALL BE GIVEN FLASHING AND COUNTER C'4DD' FLASHING OF ALL EXTERIOR DOORS. U �9 ���2 SHEET � / OF a SWEETS REVISIONS k3Y / DATA a �F car r7 •-1 Ti5 te ■ r.■M .. I1 - 1 r f� a r ' ;I v v fA i TII / J• t - - F 1-t. • .'=,.fir-_r�arr - ---r� -- - - � I ' � - ` --�•11,. ' � i I `'- t=� `CILI; - A1L.. i - N DN APQL - C01-0a 10 PJE GI�C�� ?-)Y C7WNI- ' E[H idil . �- -� _ 0 I F PRAWN - - I I ' � �•._._L _ _.s_.. -_ � F 111 IhN FLR• W CNECKEP Lu bb PATE .. L it ( Ul E L I A I I IITr\ Y I I I V h I ID � �oE0 11411 1/4 -7U CADD. SHEET Y llof a gNEETs r REVISIONS BY / DATE" t- } 10 a N �� . F- b ET r • �C � t3 _ r o -' �.,,j,.... j _�� '' i - -'��-1 t..�•�4 I � ^ rte. Ii I �✓` .. .� Y..�.. .1�-�-.-•,-.1r.Y-I ..:�_,r-err•r.r:rv-^i^.r'•�v�-�_r-^^�-�-vr^�Y" 1r�G` �_�...�...._�. f I _-..._ J�� A ; � � j I � � r r..r� � �r�"�'ver.r-�-rr-«e-r-.r�r.r-.r.r-.r-.--r-• .�• N� I I .�....w..�_. �._ - - - '�C�_Y��"�' _.ter "f�Nt7 ii . �.-•. � � � , � .� i I f I ���� Nn GIN -- f_" F r f r (Ty F) j o Irv- 14-Ij UL L4 • � _ INthN t,t�. DRAM -,..,�...�.__,.....F._,.....wu..�,.,.�.-..,..._.. a�•�-�. W Ata, .I� G•IECKEP D � ATE KI 6HI I r L RIM- � [ [ [ VN_ � l oi I/,v, ( _nN 1/4" 1+-0" SCALE Hal-ep JOt3 No. , G /7 CADS. , 6-, 4, 193 SHEET 2/ OF C@ SHEETS l S, 1 'I REVISIONS 5Y / DATE _. _I r4 c," • ... ..... I f i � I ` • t � ? � �.�- •. � } art M � rr I LI , IM 47 134MM Litt 4 T1 A(a , �II II �71t • .. 1�7 •� .�.`•' ����,�"'! - - �+;i`}'� r'.,ts Yr:'��` '..lf l�i!k~y,, '.",""l�'�..m ,r".'�' 'b x�"n� '� �.� P"'t„�+.a .. .. + 'aW.�k '.^' rl-' i �� v - lf.. .. v�,'";w �' r••' ' r ,fir x� ��,.F�j�i��Mf vt:� . �.� x �:e�ir �l'�' +..�'...h, .« ,ar;; "�' ,d '.^y+,t °• v '�'` a 'a r� ,fit ^ti'. •`' c M� S a .l.,a - +4 Y"([ ';�' r? i �ri. t 7 � y x't S c.r �,. "}, ak a�`•i?•!�+u - .:r' +,5r"'�' �,F �',r: o TTMoN 047'Ile d _ N o .5/6,, � 'Ga,ove fA;� ; 'aN R-e'Hb.j rPnp UL� I�I��+'''��d.� l ti�i �+�'lIt y }��� .� ',. t U �;sj'f"' r �' d.A`' Yr �`' x t,►;f.:T r4'[,� .,:Q 'I,.I YU 'd' r :: '+ 10 Q 0. Nuill rA, M� Nwr ca �. ►t aP .T�tJyy , � p G. 2o e f` .d Vit-x I M T pI Luri.9�r 04Ix 2 ,oN Ix 2 VV-0P aN lt;�p !'-Cc A I x E Va�GtA ran! I x pa��lA ra►J s� ❑ E d I n 1. �7� .U GL l: L Wd 1.! EAT.CaIZA 7>r P4YW V W a t / r T r� p �aN�. vMrw�lOYWV Vr4�-,t . /��, Ur �? G?G�f?��" p� caN-�. vE.t•! '-� I hf:'L�• IZt~tinl �L%l�E; "' ,��((�� .. : '����'� ' O o 0 Zv tII r L.0 0 Tuw,l;(fl Il G� \ v 0.L r. y i x r Mx r ' t �TuGGo oN p4�pEl2- r STUGGo o►`� pbpErz8 . $ b L li r�pGK b METAL✓ Lc.TN ON IX M42IZAV a N a z y nN Ux� EXT ena.&Vp- PLYWV L aN I/ ". uY.cau �..f� Yi.1p. oN4 2 x!v'hl@ 11-b'I OG. W/ IZ= 1�1 ItN ,: f ��¢" 2 x llv�t % C Irg 0 x Ip b.l 'ti e,41ate. op I O ,I I x ma-r" LTi f' �' p- �aL G.ti b w� 24 a q. EIHr.,6oH6, A I J gt.Qu o 7 T q- p NI~,:caN `}' ou v•�• ' u �HuIN�p Eft Fl ,trR'M�y� RE Ngo Mit R tie I� 5"rLlGGa To b I�1.OW 4Rt�� �LlCG� Tn,4� �LatJ ¢a,pE r i bt I . 4` • ;z• - �V r'�+ K._rq, �,� �� '+a �auNvkT10� `bV PRAWN /'C� ,A -' ••u ` r ,. ,., ,n ..,� _ rs.+h ,�. , • CN�CICIrP o � F PATS O �` o `w •t AFH. • "o'' o .4 0 • �' �"; �, SCALE NOTW JOd No. PL =9 a L 1� E C�,T I Q } F 51 GT [Bri 2� or S SHEETS I 1 t REVISIONS BY / DATE HB TO I I To PUMP 53 R Er- Up19 rlAJL ELF v A �v car M � � b m � IIOV DUPLEX RECEPTACLE 51NGLE POLE SWITCH IIOV DUPLEX 1/2 5WITCHEDi3 3 WAY SWITCH 110V DUPLEX GROUND FAULT SWITCH WITH DIMMER I I ca .. TO IIOV DUPLEX WATER PROOF 5 M 220V RECEPTACLE Q EXHAUST FAN I c� �G COUNTER TOP DUPLEX 4) FAN / LIGHT COMBO �L DLJ I 0 �zp RECEPTACLE MOUNTED 42" AFF. Eli JUNCTION BOX � FLOOR MOUNT RECEPTACLE ❑B° SMOKE DETECTOR p [IT GABLE TV POOL, l-tCa1-�` wcl � DEDICATED CIRCUIT - CEILING MOUNT INCANDESCENT PHONE CY DISCONNECT { - WALL MOUNT INCANDESCENT 6 METER { RECESSED INCANDESCENT rar THERMOSTAT - }- WATER PROOF INCANDESCENT @o SPEAKER t.A1J17�GApE �` L I c�NTI v - EYEBALL r ELECTRICAL PANEL PDa►- I,I(aI fife EXTERIOR FLOOD LIGHT CEILING FAN (PRE-WIRE) �� FLUORESCENT TUBE SURFACE OR PENDANT j c MOUNT TRACK LIGHTS ,.. 4P0 G , STUD LJp ELEe,. I roR- ru7UIxE 4 I = ELECTRICAL NOTES 1. ALL WIRING AND EQUIPMENT SHALL CONFORI"I Wr To N.E.C. , ALL LOCAL RULES AND YG7 -• ORDINANCES OF LOCAL GOVER41NG BODIES ❑ E-P ED HAVING JURISDICTION . 110 2. ALL WIRING AND EQUIPMENT SHALL CONFORM � _ ----f{} CPU LE WN aF, TO 0.5.H.A. GUIDLINES WHERE APPLICABLE. 3. PROVIDE AND INSTALL SMOKE DETECTORS , ��f �_ T¢ To HARD-WIRED W/ BATTERY BACK-UP. 4. MINIMUM BRANCH CIRCUIT WIRE SIZE " 14. 5. ALL FANS SHALL IBE INSTALLED W/ RHEOSTATS. Lai 6. THE CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL SERVICE W/ LOCAL UTILITY. 1. PROVIDE G.F.I. OUTLETS AT EXTERIOR, AND IN I \ BATHS ,GARAGE , AND KITCHEN AS REQUIRED BY TO 8. CONDUCTORS AND CIRCUIT BREAKERS SHALL BE VERIFIED BY CONTRACTOR WITH EQUIPMENT MANU- FF'EL41�' X42'1 FACTURERS SPECIFICATIONS. S. NO ALUMINUM CONDUCTORS SHALL BE USED. F DR-AM � p CHECKED - DATA~ - ro Foyw, SCALE 1/4 4p iO„ /! JOS NO. SECOND FLOOD ELECTRICAL PLAIN r PIF�ST FLOOR, 1ELECTf;;PICAL FLAN SHEET `I OF SHE15TV rg n I �'��'S 'R ,a k n{#;" rr�'+Ny�0�t,'+i% a':i �>. F i - 4, i M h}J ' tr+fh r / tl 1a A t n �' war11 at I .1rrI.1. w'afg11 �3. y l.` r !Vis, + } "p d) . 1 w S.,' 55 i,� tv,,�. .k: �" r . a4 1 YF] Y,, Ya ti t 3 a' �f:, '111 p� I 1,j � �� # �' DECK . �' 3 r1�= a�a, �� ; ,.�+'. TOPPING � �, : F t 8» "a x' r"' d ':= CONCRETE CONCRETE CAPING !g ."t 'K µ �;. ryt1 y �ti. ..r k DECK' l r)p1 r 4 �' ft ;" � WATER I.E11EI, L g.,aY - . . . L ? s. -r - �j� . i dr U. p' `!`Far !r,, i d 4 ry ,p 7� n $ ,, �' s, F y 8�x - - ,+, 8" CERAMIC TILE r f4A�'r VY �a ti5 j f i n� �� Mql�!1 F �./la'N ��I�ar II I�Q �7,/,yi} 1. ,j a.. t ` �" ` ' ` nr:�� 1/4 MIN. NARCITE Yi4".-,LT i L �/1 �' ti 9 f rr, § I 7 IIsi E�6� d 1� .ti 7 � ) e� a. jf' C� OV.� Y Ix,..ida1pf X. T- i9 Yr r' ,r ,.r_ dry r x t e ,,:�� t y1. �t j axv xrf + r w`t y x" r,.I," . I I t 1 a"a,. r ''"; ", � #S:.BARS AT , I&Etw� t y�,y , i".. _ �olls 1� �"­jr_'.1 ' . .. pr�''.,." ' . " . I . r - . . I .. .1 r'�'a e�7 9 Fa r•t'F-y�r°� F C l r ' . I I 4 ,s. , , 1. .. . 1 -�':�,,, �..­.,�_' .k_ I 9 14 J�a; �lt�T . ­ . } t� t{ %, ' I . 7. � . . Yl" +t;��,{{� .,;_i v ,a,ev . . "'. ,a .. ...%% I . . �t" ��,w�,,�;, ,.�;:" end ��4ys"';r �' r1 .� xi T �Y�•� ''! r i-. _... .'.'.. . . _... .� _�;I 4 " �, �'- I . I . . 1.s . I tn, i31 w ° .r� s re ;:h Y a� ,r 4 rt.� . jj Y(: ji 5, F ij •., .. J, A•q , � rV � E � yy A(WFa,fir may.. d Ir >\'{r ', ( .. �t a M1 rt A,-fV�� 4„ I - .. ',n a,� '� �` x ° �;, , TYPICAL WALL SECTION Y , PROPERTY LINE . r�11 a 4�Y - •, y a p rr t " ' •l, + SJ+, w a,)}l ""' ° 1. NOT TO SCATS7 M �. , r.'. W. � 2 r C x Fa . 5 I fir' '� Y A 'r l Y' 6 7Y +F rp� �r4 ' > " 7. CONCRETE WALL n7 1s 'V, (7 Nr 1 v 41P t 1 a I r° ) ( � .,.., p __•__.___._...�.__. _.-_-._.. ------ ------- -- -_-_ ----- ___.�._ _...._.__--_ t ats��r ry r 9 }A {t ! __.____.------_ ----- . "- ..... . - • -'_ .�..�._____-_______-. 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